Koipuram Block Panchayat MLA SDF 2018-19 Choorakkattuchira Ochalippadi Road Side protection wall and concreting in ward No.14 of Eraviperoor G P

Amount

Road concrete

3.5.1 : Excavation in Cutting in Soil by manual means with lead upto 50 mExcavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

od145467/2019_2020 : od32442/2019_2020 :Filling with Quarry muck<br><br> Filling up low lying and water logged areas with local material/ Quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc .quantity for 300m3

od145468/2019_2020 : Construction of,plain cement concrete pavement ,thickness as per design,over a prepared sub base,with 43 grade<br>cement or any other type as per clause 1501.2.2 M 20 (grade),coarse and fine aggregates conforming to IS<br>383,maximum size of coarse aggregate not exceeding 25 mm,mixed in a concrete mixer of not less than 0.2<br>cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side<br>formwork(steel channel, laying and fixing of 125 micron thick polythene film, wedges,steel plates including<br>levelling the formwork as per drawing),spreading the concrete with showels,rakes,compacted using<br>needle,screed, and plate vibrators and finished in continuous operation including provision of contraction<br>and expansion ,construction joints,applying debonding strips, primer, sealant, dowel bars, near approaches<br>to bridge /culvert and construction joints, admixtures as approved,curing of concrete slabs for 14 days,using<br>curing compound(where specified) and water finishing to lines and grade as per drawing and Technical<br>Specifications clause 1501 with form work 3%

3.3 : Construction of Embankment with Material Obtained from Roadway Cutting <br> Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5

Side Protection 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

od217096/2019_2020 : od 32485/2019-2020&lt;br&gt; 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 ete. complete as per direction of Departmental officers at site.

od217101/2019_2020 : od32996/2019-2020 : Plain /reinforced cement concrete M20 (2:2:4 using 20mmb/s) in substructure complete as per drawings and technical specification Clauses 802, 804,805, 806, 807,1202 and 1204 including form work.(modified 11.4.3)

12.7 : Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

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.

od234588/2019_2020 : Supplying and fixing name board with an area of 0.50m2 engraving leers as per direection of engineer in charge.

AJU K A

HARILAL. P.J

K M JOSEPH

Bidder Name

K M JOSEPH

AJU K A

HARILAL. P.J

ANIL V VARGHESE