Name of Work:- GENERAL-AROOR GRAMAPANCHAYATH 2025-26,Pro.No:506/25-26-TILE PAVING OF ANJUTHAIKAL FOOTPATH WARD-23-General Civil Work
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Item Description
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Footpath tiling
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3.1:Preparation of Foundation for Embankment <br> Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means<br> Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.
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OD528753/2025-2026:Construction of embankment with approved material obtained from borrow pits with a lift upto1.5 m, transporting to site, spreading, grading to required slope andcompacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as perTechnical Specification Clause 301.5 (WITH POWER ROLLER)Gravel
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OD528755/2025-2026:Construction of subgrade & earthen shoulders Construction of subgrade & earthenshoulders with material obtained from borrow pits with all lift and leads, transporting to site,spreading, and compacted to meet requirement of Table &300.2 with lead up to 1000 m as perTechnical Specification Clause 303.1. (Without roller)
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4.1.A.3: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> (iii) For Grading III Material
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OD528779/2025-2026:Providing and Laying Interlocking concrete block pavements having thickness 80 mmover 50mm thick crushed stone chips of 6.7 mm size as per drawings and technicalspecification clause 1504 (BASED ON 6.7.1)
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75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification(i) Nominal mix (1:2:4) Please Enable Macros to View BoQ information
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