19 GRAM JHEENAVEERA ME HARPRASAD SAHU KE GHAR SE TALAB KE BANDHI TAK CC NIRMAN KARYA

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

Construction of granularsub base by providing well graded material, spreading in uniform layers with motor graded on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieved the density complete as per techical specification clause 401.

Providing, laying, spreading and compacting stone aggegates of specific size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel roller 80-100 kN static roller in stages to proper grade and camber, applying and brooming, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

Construction of un- reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade) coarse and fine aggregates not exceeding 25mm, mixed in a concrete mixer of not less than 0.2cum capacity and approprite weigh batcher using approved mis design, laid in approved fixed side formwork(steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levellingthe formwork as per drawing), spreading the concrete with shovels, rakes, composed using needle, screed and plate vibrators and finised in continuous operation including provision of contraction and expansion, construction joint applying etc.

Supply & Fixing of marble stone with letter writing , and photoghaphs etc.