Directorate Of Urban Local Bodies Tender

Construction of granular sub-base by providing well graded Material, Spreeding in Uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

Construction plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement of any other type as per clause 1501.2.2 M 30 (Grade), coarse and fine aggregates conforming 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 appropriate weight batcher using approved mix design, laid in appropriate weigh batcher using approved mix design, laid in approved fixed side from work (steel channel, laying and fixing of 125 micron thick polythene films, wedges, steel plates including levelling the from work as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate virbrators and finished in continuous opreation. admixtures as approved, curing of concrete slabs for 14 days, curing compound ]where specified] and water finishing to lines and prade as per drawing and technical specification clause 1500]

2.5cm thick P.C.C. in 1:2:4 cement, C-sand & 20mm gauge stone grit i/c all complete as the top of wall. For Crosing S.I. No. 279(a)

12mm thick plaster in 1:4 Cement & F-sand mortar including all complete S.I. No. 584

R.C.C. work in 1:1.5:3 cement, C-sand & 20mm gauge stone grit for slab i/c all complete Crosing S.I. No. 284

Supply & fixing of mild steel Iron work in RCC work including all complete. S.I. No. 504

Disposal of exacavation earth work excess materail & earth distance one Km

Clearance of the side before & After complete work

S/F road sign board or inaugartion granite stone at site in all complete.

Photography at site