The LSGD Kerala has published a tender for "VADAVATATHU ROAD CONSTRUCTION WARD 1 PARIYARAM GPCHALAKUDY BP" on the 15 Sep 2025. This tender belongs to Road Repair category. This tender is published in Kannur, Kerala location. The vendors interested in this tender and related Road Repair 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 742 Road Repair tenders have been published, with 54 tenders released last month.
Tender Title | VADAVATATHU ROAD CONSTRUCTION WARD 1 PARIYARAM GPCHALAKUDY BP |
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Tender Description | new road construction 3.5.2:excavation in soil with dozer with lead upto 100 m <br> excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. 3.15.1:compacting original ground <br> (i) compacting original ground supporting embankment <br> loosening, levelling and compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at omc and then compacted by rolling so as to achieve minimum dry density as given in tables 300.1 and 300.2 for embankment construction as per technical specification clause 301.4.1. 4.11.2:granular sub-base/base/surface course with local materials (table 400.13) by mix in place method normal. construction of granular sub-base by providing local material spreading in uni |
Comments | new road construction 3.5.2:excavation in soil with dozer with lead upto 100 m <br> excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. 3.15.1:compacting original ground <br> (i) compacting original ground supporting embankment <br> loosening, levelling and compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at omc and then compacted by rolling so as to achieve minimum dry density as given in tables 300.1 and 300.2 for embankment construction as per technical specification clause 301.4.1. 4.11.2:granular sub-base/base/surface course with local materials (table 400.13) by mix in place method normal. construction of granular sub-base by providing local material spreading in uni |
Published Date | |
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Due Date | 22 Sep 2025 00:00:00 |
Estimated Value | 5.51 Lakh |
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EMD | 0 INR |
Processing Fee | 0 INR |