MLA SDF 2019-20 naduvathumatam Peykkavila Road Construction in Nellanadu G.P

Amount

ROAD CONCRETING

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.

11.1.1.1 : Excavation for StructuresEarthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.I.Ordinary soil(i)Upto 3 m depth

od243544/2019_2020 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 &amp; 1203&lt;br&gt;&lt;br&gt;I.P.C.C grade M 10&lt;br&gt;&lt;br&gt;(i)Nominal mix 1:3:6

11.4.2.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II.P.C.C grade M 15(i)Nominal mix (1:2.5:5)

od236477/2019_2020 : Construction of Embankment with Material Obtained from Borrow Pits&lt;br&gt;&lt;br&gt;Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5

od236478/2019_2020 : 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. &lt;br&gt;(ii)Using Gravel mix soil.

od236479/2019_2020 : :Construction of plain cement concrete pavement ,thickness as per design,over a prepared&lt;br&gt;subgrade / sub base,with 43 grade&lt;br&gt;cement or any other type as per clause 1501.2.2 M 20 (grade),coarse and fine aggregates conforming to IS&lt;br&gt;383,maximum size of coarse aggregate not exceeding 25 mm,mixed in a concrete mixer of not less than 0.2&lt;br&gt;cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side&lt;br&gt;formwork(steel channel, wedges,steel plates including levelling the formwork as per drawing),spreading the&lt;br&gt;concrete with showels,rakes,compacted using needle vibrators and finished in continuous operation&lt;br&gt;including provision of contraction&lt;br&gt;and expansion ,construction joints, curing of concrete slabs for 14 days with water finishing to lines and&lt;br&gt;grade as per drawing and Technical Specifications clause 1501

od243845/2019_2020 : :Supplying and fixing Name board of size 75 x 60 cm installed in the appropriate placevisible to the public , made of brick wall with granite plaque should be inserted and letters engraved etc

Santhosh

Bidder Name

Santhosh

Laljith K R