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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹66.1 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹71.3 L+₹5.2 L (7.84%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SALY PAUL KANNANTHANAM L1 | THOMAS KANNANTHANATH L2 |
|---|---|---|---|---|---|
| 1.00Appendix A : Reactive ( Initial Rectification) Maintenance Works | |||||
| 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> | 494 | sqm | 4.89 ₹2,415.66 Lowest | 5.27 ₹2,603.38 |
| 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 | 74.1 | cum | 2,701.5 ₹2,00,181.15 Lowest | 2,913.31 ₹2,15,876.27 |
| 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. | 74.1 | cum | 2,807.26 ₹2,08,017.97 Lowest | 3,027.36 ₹2,24,327.38 |
| 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. | 494 | sqm | 79.57 ₹39,307.58 Lowest | 85.81 ₹42,390.14 |
| 1.00 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 58.8 | cum | 1,958.51 ₹1,15,160.39 Lowest | 2,112.06 ₹1,24,189.13 |
| 1.01 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | 31.32 | cum | 2,025.4 ₹63,439.58 Lowest | 2,184.2 ₹68,413.51 |
| 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. | 9.4 | cum | 5,000.58 ₹47,005.45 Lowest | 5,392.65 ₹50,690.91 |
| 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. | 17.98 | cum | 11,214.82 ₹2,01,687.32 Lowest | 12,095 ₹2,17,516.48 |
| 1.01 | 55.7.a:Providing bitumen leveling coarse between 40mm and 150mm with 36mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen with pressure sprayer at the rate of 20 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores. | 49.4 | cum | 2,893.13 ₹1,42,920.62 Lowest | 3,119.97 ₹1,54,126.52 |
Tender Value
₹80.6 L
EMD Value
₹50,000
Closing Date
19 Sept 2026, 3:00 pmClosed
Executive Engineer
Road maintenance Division Kannur
Appendix A Reactive Works Appendix B Pre monsoon Works Appendix C Proactive Works
2026_PWD_868838_1
D2/TN/12/2026-27
Open Tender
Civil Works - Roads
Item Rate
Iritty
Please refer Tender documents.
12 documents required · 12 mandatory
₹2,760
Yes
₹50,000
Yes
24 Sept 2026
10 Sept 2026
22 Sept 2026
10 Sept 2026
19 Sept 2026
10 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix A : Reactive ( Initial Rectification) Maintenance Works | |||||
| 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> | 494 | 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 | 74.1 | 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. | 74.1 | 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. | 494 | sqm | - | - |
| 1.005 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 58.8 | cum | - | - |
| 1.006 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | 31.32 | 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. | 9.4 | 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. | 17.98 | cum | - | - |
| 1.009 | 55.7.a:Providing bitumen leveling coarse between 40mm and 150mm with 36mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen with pressure sprayer at the rate of 20 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores. | 49.4 | cum | - | - |
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