Tender For General-Varapuzha Gp 2025-26-221/26 Relaying Of Pallinilam Road Ward 8-General Civil Work - Relaying Of Interlock 2 Od208917/2025-2026:Taking Out Existing Cc Interlocking Paver Blocks From Footpath/ Central Verge,Including Removal Of Rubbish , Varapuzha-Kerala
TDR : 50574894
Tender Notice
Corrigendum Details
BOQ
Expired
Varapuzha
Kerala
Corrigendum : Tender For General-Varapuzha Gp 2025-26-221/26 Relaying Of Pallinilam Road Ward 8-General Civil Work - Relaying Of Interlock 2 Od208917/2025-2026:Taking Out Existing Cc Interlocking Paver Blocks From Footpath/ Central Verge,Including Removal Of Rubbish
Work Name:GENERAL-VARAPUZHA GP 2025-26-221/26 RELAYING OF PALLINILAM ROAD WARD 8-General Civil Work
Sl. No.
Item Description
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RELAYING OF INTERLOCK
2
OD208917/2025-2026:Taking out existing CC interlocking paver blocks from footpath/ central verge,includingremoval of rubbish etc., disposal of unserviceable material to the dumping ground, for whichpayment shall be made separately and stacking of serviceable material within 50 metre lead asper direction of Engineer-in-ChargeDetails of cost for 10 sqm
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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
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OD205011/2025-2026:Providing and Laying of Interlocking Concrete Block Pavements using 60/80 mm DEPARTMENT PAVER BLOCKS, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineer-incharge
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OD199996/2025-2026:Providing and laying of interlocking concrete block pavements using 80 mm M40 hydraulic blocks of approved size, design and shape, laid in required pattern over and including a compacted bed of 6 mm stone aggregate of 50 mm average thickness, etc, all complete as per the direction of Engineer-in-charge
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75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification(i) Nominal mix (1:2:4)
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