Annual Plan-Santhinagar Bylane Interlocking Pavement W12, Nadathara GP-Santhinagar Bylane Interlocking Pavement W12, Nadathara GP-General Civil Work

Amount

Tile Paving

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 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. <br>(ii) Using Gravel mix soil.

OD39626/2022-2023: Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm or nearest of good quality as per drawings and Technical Specification of compressive strength 40 N/mm2.(modified from mord 6.7.1 (price 1 )- by using stone aggregate (6 mm) bed

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)

REJI T.A

SOYI ALEXANDER

SASI R

BIJEESH N C

ELDHOKURIANA

Bidder Name

SURESH T N

REJI T.A

BIJEESH N C

SOYI ALEXANDER

ELDHOKURIANA

SASI R