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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹44.9 LAccepted-AOC | ₹44.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹49.4 LRejected-AOC | ₹49.4 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | ADAYI KV L1 | PK BHASKARAN L2 |
|---|---|---|---|---|---|
| 1.00Restoration | |||||
| 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 | 588.6 | cum | 36 ₹21,189.6 | 60 ₹35,316 |
| 1.00 | 3.19.2:Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. | 294.3 | cum | 40 ₹11,772 | 50 ₹14,715 |
| 1.00 | 4.2.A.2: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-IV - For lower sub-base - Mix in Place Method | 392.4 | cum | 3,000 ₹11,77,200 | 3,520 ₹13,81,248 |
| 1.00 | 55.22:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete. | 1,962 | sqm | 1,300 ₹25,50,600 | 1,350 ₹26,48,700 |
| 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. | 19.5 | cum | 7,300 ₹1,42,350 | 8,025 ₹1,56,487.5 |
| 1.01 | 12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork) | 72.5 | cum | 7,500 ₹5,43,750 | 9,000 ₹6,52,500 |
| 1.01 | 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. | 500 | cum | 90 ₹45,000 | 100 ₹50,000 |
Tender Value
₹46.2 L
EMD Value
₹50,000
Closing Date
13 Feb 2026, 5:00 pmClosed
Executive Engineer
PWD Roads Division Civil Station Palakkad
DEPOSIT-JJM Athallur Anchamile RoadRestoration estimate for providing Kerala Water Authority pipe line along AthalurAnchamile Road atkm0/000-2/180 RHS General Civil Work
2026_PWD_833975_1
PWD/RB/TR/3123/2025_5_1_1/1
Open Tender
Civil Works - Roads
180 days
PALAKKAD
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹50,000
Yes
12 Mar 2026
6 Feb 2026
17 Feb 2026
6 Feb 2026
13 Feb 2026
6 Feb 2026
Restoration
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
3.19.2:Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction.
4.2.A.2: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-IV - For lower sub-base - Mix in Place Method
55.22:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete.
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.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork)
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.
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