MAMOODU VILAYIL MOOLA RETAARING SIDE PROTECTION WALL

Amount

Renovation works to existing surface

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

od174880/2019_2020 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203, for foundation bed of drain.<br><br>I.P.C.C grade M 10<br><br>(i)Nominal mix 1:3:6

11.4.2.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II.P.C.C grade M 15(i)Nominal mix (1:2.5:5)

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

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

od174854/2019_2020 : Dry Stone masonry for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204<br>III. Modified data 12.4.3.1.

od174855/2019_2020 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Modified data 11.4.3.1, for wearing coat of drain.<br>III.P.C.C. grade M 20 <br>(i)Nominal mix (1:2:4)

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.

od174829/2019_2020 : Construction of plain cement concrete pavement without form work, thickness as per design, over a prepared sub grade/sub base, with 43 grade cement or any other type as per clause 1501.2.2 M 20 (grade), coarse and fine aggregates mixer of not less to IS 383, maximum size of coarse aggregate not exceeding 25mm, mixed in concrete mixer of not less than 0.2 cum capacity and appropriate weight batcher using approved mix design, laid in approved fixed side form work (steel channel, wedges, steel plates including leveling the form work as per drawing), spreading the concrete with showels, rakes, compacted using needle vibrators and finished in continuous operation including provision of contraction, expansion, construction joints, curing of concrete slabs for 14 days with water finishing to lines and grades as per drawing and Technical Specifications clause 1501 (as per GI/ee/lsgd/2019 dated 10.04.2019) without formwork.

Bidder Name

S.BUHARI