The LSGD Kerala has published a tender for "Vengola GP Pro.No.463/2025-26-MALEKKUDY KOCHUPAREETH ROAD LAST REACH COMPLETION WARD 1CONSTRUCTION WARD 1 -" on the 16 Sep 2025. This tender belongs to Road Construction category. This tender is published in Ernakulam, Kerala location. The vendors interested in this tender and related Road Construction 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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Tender Title | Vengola GP Pro.No.463/2025-26-MALEKKUDY KOCHUPAREETH ROAD LAST REACH COMPLETION WARD 1CONSTRUCTION WARD 1 - |
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Tender Description | rad tile paving 3.5.1:excavation in cutting in soil by manual means with lead upto 50 m <br> excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per technical specification clause 302.3 4.1.a.1:granular sub-base with well graded material (table 400.1) <br> (a) by mix in place method <br> 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. <br> (i) for grading i material 3.2:preparation of foundation for embankment <br> scarifying existing bituminous surface to a depth of 150 mm by mechanical means <br> scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material wi |
Comments | rad tile paving 3.5.1:excavation in cutting in soil by manual means with lead upto 50 m <br> excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per technical specification clause 302.3 4.1.a.1:granular sub-base with well graded material (table 400.1) <br> (a) by mix in place method <br> 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. <br> (i) for grading i material 3.2:preparation of foundation for embankment <br> scarifying existing bituminous surface to a depth of 150 mm by mechanical means <br> scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material wi |
Published Date | |
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Due Date | 23 Sep 2025 00:00:00 |
Estimated Value | 2.0 Lakh |
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EMD | 0 INR |
Processing Fee | 0 INR |