Parakkode block2020-21-Thettimukal Nilakkal Road improvement -ward13 Kadambanatt

Amount

road concreting

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

3.8.3 : Excavation in Ordinary Rock using Hydraulic Excavator and Tippers with disposal upto 1000 mExcavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3.5

od506315/2019_2020 : DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with<br>good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all<br>materials labour charges etc. complete as per direction of Departmental officers at site

od506311/2019_2020 : Plain/reinforced cement concrete M20 (1:2:4 using 20mm b/s) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204, including Form work (modified 11.4.3)

od506312/2019_2020 : Surface dressing of the ground including removing vegetation and in-equalities<br>not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to<br>1.5 m., All kinds of soil<br>

od506313/2019_2020 : Construction of plain cement concrete pavement ,thickness as per design,over a prepared 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 IS 383,maximum size of coarse aggregate not exceeding 25 mm,mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side formwork ,spreading the concrete ,compacted using needle vibrator and finished in continuous operation including provision of curing of concrete slabs for 14 days and water finishing to lines and grade as per drawing and Technical Specifications clause 1501.(modified 6.4) with form work

od506318/2019_2020 : Supplying and fixing Granite Name Board with an area of 0.50 m2 engraving letters as per the direction engineer in charge

GEORGE JOHN

JAIMES MATHEW

LISSON K GEORGE

SHIBU. T

Bidder Name

SAMSON SAMUEL

LISSON K GEORGE

GEORGE JOHN

JAIMES MATHEW

SHIBU. T