The LSGD Kerala has published a tender for "Annual Plan-Kannur Corporation - Chelora zone div 14 pro 1780/24-25 Madrasa road to bappankandy thazhe road retarring" on the 29 May 2025. This tender belongs to Road Relaying category. This tender is published in Kannur, Kerala location. The vendors interested in this tender and related Road Relaying tenders can obtain further details by exploring Tendersniper web portal. Tendersniper sends regular tender alerts by email specifically addressing the user requirements (i.e., keywords, location and value range). Government business is a growing area of opportunity. The businesses are encouraged to actively monitor tender opportunities and participate in them to grow their business.
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In Kannur district, Kerala, a total of 3603 Road Relaying tenders have been published, with 161 tenders released last month.
| Tender Title | Annual Plan-Kannur Corporation - Chelora zone div 14 pro 1780/24-25 Madrasa road to bappankandy thazhe road retarring |
|---|---|
| Tender Description | retarring 3.2:preparation of foundation for embankment scarifying existing bituminous surface to a depth of 150 mm by mechanical means scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per technical specification clause 301.4. 4.1.a.1:granular sub-base with well graded material (table 400.1) (a) by mix in place method construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with smooth wheel roller to achieve the desired density, complete as per technical specification clause 401. (i) for grading i material 4.9:wet mix macadam providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at omc in mechanical mixer (pug mill), carriage of mixed material by ti |
| Comments | retarring 3.2:preparation of foundation for embankment scarifying existing bituminous surface to a depth of 150 mm by mechanical means scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per technical specification clause 301.4. 4.1.a.1:granular sub-base with well graded material (table 400.1) (a) by mix in place method construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with smooth wheel roller to achieve the desired density, complete as per technical specification clause 401. (i) for grading i material 4.9:wet mix macadam providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at omc in mechanical mixer (pug mill), carriage of mixed material by ti |
| Published Date | |
|---|---|
| Due Date | 03 Jun 2025 00:00:00 |
| Estimated Value | 1.61 Lakh |
|---|---|
| EMD | 0 INR |
| Processing Fee | 0 INR |