MLA LAC ADS KASARAGOD CONSTITUENCY 2019 20 PANARKULAM VAYAL ROAD CONCRETING IN CHENGALA GP RISK AND COST BALANCE WORK

3.5.1 : Excavation in Cutting in Soil by manual means with lead upto 50 mExcavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

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.

od1016716/2020_2021 : Providing concrete for plain/reinforced concrete in open foundation complete as per&lt;br&gt;drawings and technical specification clause 802,803,1202&amp;1203 P.C.C grade M10&lt;br&gt;(1)Nominal mix 1:4:8.

od1025871/2020_2021 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 &amp; 1203 ( Data based on Specification code 11-4-3-1 ) Including form work&lt;br&gt;III.P.C.C. grade M 20 &lt;br&gt;(i)Nominal mix (1:2:4)

od1017151/2020_2021 : Filling available excavated earth (excluding rock) in berm, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.

od1016864/2020_2021 : Name board 80 x 50 cm using 10-12mm thick granite stone dark colour, with letters&lt;br&gt;engraved and or painted and fixed on wall/vertical surfaces using 12 mm thick cement motor 1:3 complete all&lt;br&gt;as directed by Engr - in - Ch.