MLAADS - Sunny Joseph MLA-18-19 Road concreting and Side Protection wall Works toVallikkunnu Junction Poyyamala Road (ch-0/125 to 0/366 Km) in Kelakam G.P Peravoor

Amount

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.

3.15.2 : Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> 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.

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.

od317646/2018_2019 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and&lt;br&gt;technical specifications Clause 802, 803, 1202 &amp; 1203&lt;br&gt;I. P.C.C grade M 10&lt;br&gt;(Cost Index Applied for this estimate is 38.24%)&lt;br&gt;(ii) Nominal mix 13:6

od317644/2018_2019 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and&lt;br&gt;technical specifications Clause 802, 803, 1202 &amp; 1203&lt;br&gt;III.P.C.C. grade M 20&lt;br&gt;(i)Nominal mix (1:2:4)

Side protection work

2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil

od317666/2018_2019 : Random rubble dry stone masonry

4.1.5 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns

PAULKANNANTHANAM

SALY PAUL KANNANTHANAM

Bidder Name

PAULKANNANTHANAM

JAMES KANNANTHANATH

SALY PAUL KANNANTHANAM