Tender For Annual Plan-Cheruthazham Grama Panchayath Project Number 100/2025-26 Pilathottam Temple Mukk Punchavayal Road Kall Pakal-Laterite Paving-General Civil Work - Laterite Paving 2 3.15.2:Compacting Original Ground (Ii) Compacting Original Ground , Cheruthazham-Kerala
TDR : 50862584
Tender Notice
BOQ
Expired
Cheruthazham
Kerala
Tender For Annual Plan-Cheruthazham Grama Panchayath Project Number 100/2025-26 Pilathottam Temple Mukk Punchavayal Road Kall Pakal-Laterite Paving-General Civil Work - Laterite Paving 2 3.15.2:Compacting Original Ground (Ii) Compacting Original Ground
Work Name:Annual Plan-Cheruthazham grama panchayath Project number 100/2025-26 Pilathottam temple mukk punchavayal road Kall pakal-LATERITE PAVING-General Civil Work
Sl. No.
Item Description
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Laterite paving
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3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
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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 uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.
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OD89279/2025-2026:Laterite dry Paving. Paving with dressedgood quality laterite stone 35x20x20 cm including hand packing, over 50mm thick bed of 6mm metal , joints filled with M sand and cost and conveyance of all materials and labour charges etc complete for footpath.
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75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification(i) Nominal mix (1:2:4)
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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.
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OD209836/2025-2026:Laterite masonry with neatly dressed laterite stone of size 35x20x20 cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials labour charges etc.complete. (Modified 50.6.7.1 DAR data)
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