CMLRRP Phase -ll Kizhakkummuri Laksham veedu colony road

Amount

CONCRETING

3.14 : Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.

3.4 : Construction of Embankment with Material Obtained from Borrow Pits <br> 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

od821663/2020_2021 : Filling with Quarry Muck Filling up low lying and water logged areas with local&lt;br&gt;material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc.&lt;br&gt;quantity for 300 m3

od819139/2020_2021 : :Construction of plain cement concrete pavement ,thickness as&lt;br&gt;per design,over a prepared sub base,with 43 grade cement or any other type as per clause 1501.2.2 M 20&lt;br&gt;(grade),coarse and fine aggregates conforming to IS 383,maximum size of coarse aggregate not exceeding&lt;br&gt;25 mm,mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using&lt;br&gt;approved mix design,laid in approved fixed side formwork ,spreading the concrete ,compacted using needle&lt;br&gt;vibrator and finished in continuous operation including provision of curing of concrete slabs for 14 days and&lt;br&gt;water finishing to lines and grade as per drawing and Technical Specifications clause 1501.(modified 6.4)&lt;br&gt;with form work

10.4.A.1 : Direction and Place Identification signs with size more than 0.9 sqm size board <br> A. Retro-reflectorised Traffic Signs <br> 1 Providing and erecting direction and place identification retro-\reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701

Retaining wall

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

od830039/2020_2021 : DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site&lt;br&gt;

od827093/2020_2021 : 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)

P.A ISAAC

Bidder Name

P.A ISAAC

MONSON ISSAC