Proj.No.98/20-21 Ozhivu Bhalikkulam Road concreting-Maintenance of Thennoor Mulavilakom Pallinada Road-Interlocking of Kurumi Oil mill Road-Rising of sidewall to thennoor kulam in Kalliyoor GP

Amount

Appendix A Interlocking

3.1 : Preparation of Foundation for EmbankmentScarifying Existing Granular Surface to a Depth of 50 mm by Manual Means Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.

od580585/2020_2021 : Filling With Quarry Waste With Manual Compaction Mode(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.

od580586/2020_2021 : <br>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 30 (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

od643741/2020_2021 : Interlocking Concrete Block Pavement <br>Providing and Laying of Interlocking Concrete Blcok Pavements having thickness 60 mm as per drawing and Technical Specification Clause 1504

Appendix B Reconcreting

od580603/2020_2021 : 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 30 (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 0.21(re cocreting ,irish)

Appendix C Concreting

od580611/2020_2021 : Filling With Quarry Waste With Manual Compaction Mode(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.

od580612/2020_2021 : plain cement concrete pavement with M20 grade using 20mm aggregates including formwork (MOD 6.4)Cement any other as per cluse 1501.2.2 M20(grade) as per clause <br>cement or any other type2 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 cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side formwork spreading the concrete with showels,rakes,compacted using needle vibrators and finished in continuous operation including provision of contractionand expansion ,construction joints 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

od633637/2020_2021 : 2.28<br>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

od646405/2020_2021 : P.C.C grade M 20 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

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

od643903/2020_2021 : Construction of Embankment with Material Obtained from Borrow Pits<br><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

od633600/2020_2021 : RANDUM RUBBLE MASONRY Stone masonry in cement mortar for substructure complete as per drawings & technical specification clause 702.704.1202 and 1204 randum rubblemasonry in cement mortar 1:6

Bidder Name

ABHISHEK J