pipariya dulahi me sirsa pantaing marg se pipariya dulahi gaon ki or CC nirman karya

construction of granular sub base by providing well graded material spreading in uniform layers with motor grader on prepared surface micing by mix in compaction with smooth wheel roller to achive the desired density complete as per technical specification

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, Crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required densiti Gradina 3 as ner Technical Snecification

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 an using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501

Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with

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 as per Technical Specification

S OF RCC 350 MM DIA NP3 HUME PIPE

LAYINGOF RCC 350 MM DIA NP3 HUME PIPE

S/Fixing of Ingraution atone Size 3’*2’ including writing with required pedestal & Photo graphs

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