CONSTRUCTION OF SIDE PROTECTION WALL AND CONCRETING TO PERUKAVU PULIYARATHALA PAZHAVEETTUNADA ROAD

Amount

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

od637486/2020_2021 : Random rubble dry stone masonry

od637489/2020_2021 : Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204<br><br>III. Random rubble masonry <br>(iii)In cement mortar (1:6)

11.4.3.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III.P.C.C. grade M 20 (i)Nominal mix (1:2:4)

11.4.1.2 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203I. P.C.C grade M 10(ii) Nominal mix 1:3.6 (Hand mixing)

Road Concrete

od637504/2020_2021 : Construction of Embankment with Material Obtained from Borrow PitsConstruction 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

od637505/2020_2021 : FILLING WITH QUARRY WASTE WITH MANUAL COMPACTION (MOD 4.11.2)<br>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><br>

od637548/2020_2021 : PLAIN CEMENT CONCRETE PAVEMENT WITH M 20 GRADE CONCRETE USING 20 MM AGGREGATE WITHOUT FORMWORK AND VIBRATOR (MOD 6.4)<br>Construction of un-reinforced 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,spreading the concrete with showels,rakes,compacted using<br>needle vibrators and finished in continuous operation including provision of contraction<br>and expansion ,construction joints,curing of concrete slabs for 14 days,using<br> water finishing to lines and grade as per drawing and Technical<br>Specifications clause 1501

11.8 : Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

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

od637600/2020_2021 : S/F Name board of size 75*60 cm . installed in the appropriate place visible to public made of brick wall with granite plaque should be inserted and engraving letters etc complete as per the direction of deptl officers at site .

Bidder Name

DEEPU S