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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.8 LAccepted-AOC | ₹25.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹25.9 LRejected-AOC | ₹25.9 L | L2 | Rejected-AOC L2 |
| 3 | L3₹26.4 LRejected-AOC | ₹26.4 L | L3 | Rejected-AOC L3 |
| 4 | L4₹26.6 LRejected-AOC | ₹26.6 L | L4 | Rejected-AOC L4 |
| 5 | L5₹26.9 LRejected-AOC | ₹26.9 L | L5 | Rejected-AOC L5 |
| Sl No | Description | Qty | Unit | P M JACOB L4 | JINU MATHEW KURIAN L5 | jacob punnoose L2 | PRANAV.K.O L6 | SIBIRAJ JOSEPH L1 | NIKHIL T REJI L8 | mani kuruvilla L3 | ARTIX DEVELOPERS L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Restoration 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 | 498.75 | cum | 43.61 ₹21,750.49 | 45 ₹22,443.75 | 42 ₹20,947.50 | 45 ₹22,443.75 | 46 ₹22,942.50 | 48 ₹23,940 | 60 ₹29,925 | 45.57 ₹22,728.04 |
| 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 | 213.75 | cum | 3,198 ₹6.8 L | 3,200 ₹6.8 L | 3,108 ₹6.6 L | 3,600 ₹7.7 L | 3,100 ₹6.6 L | 3,468 ₹7.4 L | 2,800 ₹6.0 L | 3,346 ₹7.2 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. | 213.75 | cum | 6,525 ₹13.9 L | 6,700 ₹14.3 L | 6,338 ₹13.5 L | 6,500 ₹13.9 L | 6,400 ₹13.7 L | 7,071 ₹15.1 L | 6,800 ₹14.5 L | 6,813 ₹14.6 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) | 71.25 | cum | 7,891.99 ₹5.6 L | 7,800 ₹5.6 L | 7,669 ₹5.5 L | 8,200 ₹5.8 L | 7,400 ₹5.3 L | 8,556 ₹6.1 L | 7,900 ₹5.6 L | 8,246 ₹5.9 L |
Tender Value
₹29.9 L
EMD Value
₹50,000
Closing Date
5 Feb 2026, 3:00 pmClosed
Executive Engineer
Executive Engineer PWD Roads dvision Kottayam
Deposit Work JJM Restoration Work on Manarcadu Thenganal Road Ch 0 000 to 1 000 RHS
2026_PWD_831956_1
PWD/RB/TR/13375/2025_5_1_1/1
Open Tender
Civil Works - Roads
120 days
kottayam
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹50,000
Yes
10 Mar 2026
30 Jan 2026
7 Feb 2026
30 Jan 2026
5 Feb 2026
30 Jan 2026
Restoration 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
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 RCC Grade M20 - Using Concrete Mixer - (Without formwork)
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