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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹12.6 LAccepted-AOC | ₹12.6 L | 1 | Accepted-AOC 1 |
| 2 | 2₹12.6 LRejected-Finance | ₹12.6 L | 2 | Rejected-Finance 2 |
| Sl No | Description | Qty | Unit | RANJITH T M L2 | SHAJU C M L1 |
|---|---|---|---|---|---|
| 1.00side protection wall and road concrete | |||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 31.32 | cum | 65.29 ₹2,044.88 | 64.83 ₹2,030.48 |
| 1.00 | OD462148/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good
quality blasted rubble including packing to compactness to lines and levels cost and conveyance
of all materials labour charges etc. complete as per direction of Departmental officers at site | 147.9 | cum | 3,802.14 ₹5.6 L | 3,775.52 ₹5.6 L |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders<br> 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. | 104.4 | cum | 597.94 ₹62,424.94 | 593.75 ₹61,987.50 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 34.8 | cum | 3,061.67 ₹1.1 L | 3,040.23 ₹1.1 L |
| 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) | 60.8 | cum | 8,740.57 ₹5.3 L | 8,679.38 ₹5.3 L |
Tender Value
₹12.7 L
EMD Value
₹31,777
Closing Date
21 Mar 2026, 11:00 amClosed
Assistant Engineer
Cheruvannoor GP
CMLRRP 2024-25 PERAMBRA LAC Serial no 3775 Chanthakottu thazha kannankottu road in Cheruvannur GP-Perambra BP Kozhikkode DP (Retender)
2026_LSGD_847261_7
AE/LSGD/TN/8/2025-26
Open Tender
Civil Works - Roads
120 days
Cheruvannur GP
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹31,777
Yes
2 Jun 2026
13 Mar 2026
23 Mar 2026
13 Mar 2026
21 Mar 2026
13 Mar 2026
side protection wall and road concrete
3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
OD462148/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
3.14:Construction of Subgrade and Earthen Shoulders<br> 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.
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material
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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