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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹79.0 LAccepted-AOC | ₹79.0 L | L1 | Accepted-AOC Lowest quotted bidder |
| 2 | L2₹79.8 LRejected-AOC | ₹79.8 L | L2 | Rejected-AOC Second lowest bidder |
| Sl No | Description | Qty | Unit | SALY PAUL KANNANTHANAM L1 | PAULKANNANTHANAM L2 |
|---|---|---|---|---|---|
| 1.00APPENDIX A- INITIAL RECTIFICATION | |||||
| 1.00 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 10.21 | cum | 2,624.55 ₹26,791.41 | 2,650.82 ₹27,059.57 |
| 1.00 | 55.8.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface. | 10.21 | cum | 5,830.47 ₹59,517.44 | 5,888.83 ₹60,113.18 |
| 1.00 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | 2.04 | cum | 2,714.2 ₹5,542.40 | 2,741.37 ₹5,597.88 |
| 1.00 | 55.9.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 12mm departmental broken stone and compacting with power roller to get a compact surface. | 2.04 | cum | 13,130.13 ₹26,811.73 | 13,261.55 ₹27,080.09 |
| 1.00 | 3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means | 220 | sqm | 6.55 ₹1,441 | 6.62 ₹1,456.40 |
| 1.01 | 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 | cum | 54.22 ₹227.72 | 54.77 ₹230.03 |
| 1.01 | 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 | 49.5 | cum | 3,695.89 ₹1.8 L | 3,732.89 ₹1.8 L |
| 1.01 | 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. | 49.5 | cum | 3,761.95 ₹1.9 L | 3,799.61 ₹1.9 L |
| 1.01 | 5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means. | 330 | sqm | 70.05 ₹23,116.50 | 70.75 ₹23,347.50 |
Tender Value
₹71.9 L
EMD Value
₹50,000
Closing Date
30 Dec 2025, 9:00 amClosed
Executive Engineer
O/o,Executive Engineer,PWD Roads Division Kannur
One year Running Contract
2025_PWD_823477_1
PWD/RB/TR/15601/2025_5_1_1/1
Open Tender
Civil Works - Roads
365 days
Various PWD Roads under Roads Section Panoor
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹50,000
Yes
17 Mar 2026
22 Dec 2025
1 Jan 2026
22 Dec 2025
30 Dec 2025
22 Dec 2025
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