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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.1 LAccepted-AOC | ₹22.1 L | L1 | Accepted-AOC Agreement executed |
| 2 | L2₹22.8 LRejected-Finance | ₹22.8 L | L2 | Rejected-Finance Agreement executed |
| Sl No | Description | Qty | Unit | N.Chandran L2 | JESH M P L1 |
|---|---|---|---|---|---|
| 1.00Appendix A : Reformation Works | |||||
| 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 | 205.8 | cum | 49.34 ₹10,154.17 | 47.8 ₹9,837.24 |
| 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. | 205.8 | cum | 6,863.09 ₹14.1 L | 6,664 ₹13.7 L |
| 1.00 | 12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork) | 102.9 | cum | 8,295.77 ₹8.5 L | 8,055.53 ₹8.3 L |
Tender Value
₹22.8 L
EMD Value
₹50,000
Closing Date
22 Dec 2025, 11:00 amClosed
Executive Engineer
Office of the Executive Engineer, PWD Roads Division, Kozhikode
GENERAL-JJM - Reformation Work 2025- 2026-Reformation Work to KWA road cutting on Thaivechaparamb Karayil canal Road Ch. 0/000 to 3/400 (ROW No.108621/23153)- General Civil Work-1
2025_PWD_821992_1
DB3/TN/61/2025-26
Open Tender
Civil Works - Roads
180 days
Thaivecha Parambu KARAYIL KANAL
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹50,000
Yes
3 Feb 2026
16 Dec 2025
24 Dec 2025
16 Dec 2025
22 Dec 2025
16 Dec 2025
Amount
Appendix A : Reformation Works
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
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 RCC Grade M20 - Using Concrete Mixer - (Without formwork)
N.Chandran (BID ID -2446348)
Bidder Name
N.Chandran
JESH M P
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