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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹54.4 LAccepted-AOC | ₹54.4 L | L1 | Accepted-AOC L1 |
| 2 | L2₹55.6 LRejected-AOC | ₹55.6 L | L2 | Rejected-AOC L2 |
| 3 | L3₹56.2 LRejected-AOC | ₹56.2 L | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | ADAYI KV L3 | HANEEFA K L1 | MYTHOS TECHNOLOGY 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 | 792 | cum | 46 ₹36,432 | 46.25 ₹36,630 | 60 ₹47,520 |
| 1.00 | 4.2.A.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-III -For lower sub-base - Mix in Place Method | 396 | cum | 3,100 ₹12.3 L | 3,272.18 ₹13.0 L | 3,200 ₹12.7 L |
| 1.00 | 4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | 396 | cum | 3,200 ₹12.7 L | 3,395.89 ₹13.4 L | 3,300 ₹13.1 L |
| 1.00 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 | 99 | cum | 7,300 ₹7.2 L | 7,886.21 ₹7.8 L | 7,500 ₹7.4 L |
| 1.00 | 55.23:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm 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. | 1,980 | sqm | 1,190 ₹23.6 L | 996.54 ₹19.7 L | 1,100 ₹21.8 L |
| 1.01 | OD219699/2025-2026:Providing and fixing of Defect Liability Boards (1.20 m X 0.60 m) made of Printing
Reflective type fixed over Aluminium Composite panel with suitable | 1.44 | sqm | 4,000 ₹5,760 | 6,456.7 ₹9,297.65 | 10,000 ₹14,400 |
Tender Value
₹58.6 L
EMD Value
₹50,000
Closing Date
4 Mar 2026, 4:00 pmClosed
Executive Engineer
PWD Roads Division Civilstation Palakkad
DEPOSIT-Restoration estimate for providing KWA pipe line - (Jal Jeevan Mission)-along Melamuri - Pudur - Kottayi road at km 0/600- 5/800 (RHS) under PWD Roads No. 1 section Palakkad-General Civil Work
2026_PWD_840489_1
PWD/RB/TR/21739/2025_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 May 2026
25 Feb 2026
5 Mar 2026
25 Feb 2026
4 Mar 2026
25 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
4.2.A.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-III -For lower sub-base - Mix in Place Method
4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
55.23:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm 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.
OD219699/2025-2026:Providing and fixing of Defect Liability Boards (1.20 m X 0.60 m) made of Printing Reflective type fixed over Aluminium Composite panel with suitable
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