243/ 2020-21 Retender-Interlocking of Pettippara- Pezhumkala Road

Amount

Interlocking

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

od832686/2020_2021 : Random rubble dry stone masonry (DR Masonry)

11.4.4 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203IV.R.C.C grade M 20

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.

od828314/2020_2021 : Interlocking concrete block pavement&lt;br&gt;Providing and laying of interlocking concrete block pavements having thickness 80mm as per drawing and technical specification clause 1504

od896577/2020_2021 : Concrete with out formwork&lt;br&gt;Construction of plain cement concrete pavement, thickness as per design, over a prepared subgrade/ sub base, with 43 grade cement or any other type as per clause 1501.2.2 M 20 (grade), coarse and fine aggregates conforming to IS383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2cum capacity and appropriate weigh batcher using approved mix design, spreading the concrete with shoewls, rakes, compacted using needle vibrators and finished in continuous operation including provision of contractionand expansion, construction joints, curing of concrete slabs for 14 days with water finishing to lines and grade as per drawing and Technical Specification clause 1501.

K VINOD

Bidder Name

SAHADEVAN ASSARI

K VINOD