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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹65.6 LAdmitted-Fee/PreQual/Technical/Finance | ₹65.6 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹68.1 L+₹2.6 L (3.91%)Admitted-Fee/PreQual/Technical/Finance | ₹68.1 L+₹2.6 L (3.91%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹70.4 L+₹4.9 L (7.43%)Admitted-Fee/PreQual/Technical/Finance | ₹70.4 L+₹4.9 L (7.43%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | PAULKANNANTHANAM L1 | M.T MUHAMMED MUNAZIR L2 | THOMAS KANNANTHANATH L3 |
|---|---|---|---|---|---|---|
| 1.00Appendix A Reactive Maintenance(Initial Rectification work) | ||||||
| 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 <br> | 190 | sqm | 5.01 ₹951.9 Lowest | 5.2 ₹988 | 5.38 ₹1,022.2 |
| 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 | 28.5 | cum | 2,767.38 ₹78,870.33 Lowest | 2,875.76 ₹81,959.16 | 2,973.66 ₹84,749.31 |
| 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. | 28.5 | cum | 2,875.72 ₹81,958.02 Lowest | 2,988.34 ₹85,167.69 | 3,090.07 ₹88,067 |
| 1.00 | 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. | 190 | sqm | 81.51 ₹15,486.9 Lowest | 84.71 ₹16,094.9 | 87.59 ₹16,642.1 |
| 1.00 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 26.75 | cum | 2,006.27 ₹53,657.69 Lowest | 2,084.84 ₹55,759.05 | 2,155.81 ₹57,657.14 |
| 1.01 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | 29.57 | cum | 2,074.79 ₹61,347.39 Lowest | 2,156.05 ₹63,750.09 | 2,229.45 ₹65,920.38 |
| 1.01 | 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. | 26.75 | cum | 5,122.53 ₹1,37,002.06 Lowest | 5,323.13 ₹1,42,367.11 | 5,504.35 ₹1,47,213.84 |
| 1.01 | 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. | 29.57 | cum | 11,489.16 ₹3,39,711.48 Lowest | 11,939.1 ₹3,53,015.31 | 12,345.54 ₹3,65,032.93 |
| 1.01 | 5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. | 4,874.63 | sqm | 15.79 ₹76,970.41 Lowest | 16.4 ₹79,943.93 | 16.96 ₹82,673.72 |
Tender Value
₹78.0 L
EMD Value
₹50,000
Closing Date
14 Sept 2026, 2:30 pmClosed
Executive Engineer
Road Maintenance Division Kannur
Appendix A Reactive Works Appendix B Pre monsoon Works Appendix C Proactive Works
2026_PWD_867465_1
D2/TN/5/2026-27
Open Tender
Civil Works - Roads
Item Wise
Iritty
Please refer Tender documents.
12 documents required · 12 mandatory
₹2,760
Yes
₹50,000
Yes
17 Sept 2026
3 Sept 2026
16 Sept 2026
3 Sept 2026
14 Sept 2026
3 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix A Reactive Maintenance(Initial Rectification work) | |||||
| 1.001 | 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 <br> | - | sqm | - | - |
| 1.002 | 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 | - | cum | - | - |
| 1.003 | 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. | - | cum | - | - |
| 1.004 | 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. | - | sqm | - | - |
| 1.005 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | - | cum | - | - |
| 1.006 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | - | cum | - | - |
| 1.007 | 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. | - | cum | - | - |
| 1.008 | 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. | - | cum | - | - |
| 1.009 | 5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. | - | sqm | - | - |
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