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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.1 LAccepted-AOC | ₹21.1 L | L1 | Accepted-AOC AGREEMENT EXECUTED |
| 2 | L2₹23.2 LRejected-Finance | ₹23.2 L | L2 | Rejected-Finance AGREENMENT EXECUTED |
| Sl No | Description | Qty | Unit | VIJAYAN P P L2 | JESH M P L1 |
|---|---|---|---|---|---|
| 1.00Appendix A : Road Work | |||||
| 1.00 | 3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m | 93 | cum | 53 ₹4,929 | 48.96 ₹4,553.28 |
| 1.00 | 3.17:Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. | 67.5 | cum | 100 ₹6,750 | 90 ₹6,075 |
| 1.00 | OD291912/2025-2026:Filling with Granular Material -
Filling up low lying and water logged areas with Granular Material, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade (MODIFIED DAR 51.2.3) | 63.84 | cum | 1,800 ₹1.1 L | 1,625 ₹1.0 L |
| 1.00 | 4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method | 99.4 | cum | 3,702 ₹3.7 L | 3,350 ₹3.3 L |
| 1.00 | 12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. | 76.6 | cum | 7,510.22 ₹5.8 L | 6,825 ₹5.2 L |
| 1.01 | 12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 - Using Concrete Mixer - (Without formwork) <br> | 137.7 | cum | 9,058.22 ₹12.5 L | 8,255 ₹11.4 L |
Tender Value
₹21.2 L
EMD Value
₹50,000
Closing Date
13 Mar 2026, 11:00 amClosed
Executive Engineer
Office of the Executive Engineer, PWD Roads Division, Kozhikode
LAC-ADS-LAC-ADS 2025-2026-Improvements to Kommiyode - Vecharayil Road ch. 0/000 to 0/400 in Vanimel Grama Panchayath in Nadapuram LAC -General Civil Work
2026_PWD_845194_1
DB3/TN/107/2025-26
Open Tender
Civil Works - Roads
180 days
KOMMIYODU
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹50,000
Yes
4 Jun 2026
7 Mar 2026
16 Mar 2026
7 Mar 2026
13 Mar 2026
7 Mar 2026
Appendix A : Road Work
3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m
3.17:Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.
OD291912/2025-2026:Filling with Granular Material - Filling up low lying and water logged areas with Granular Material, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade (MODIFIED DAR 51.2.3)
4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method
12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 - Using Concrete Mixer - (Without formwork) <br>
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