VIKAS KHAND SADAR ME DAHILAMAU PAKKI SADAK SE FAUJI KE GHAR TAK NALI SAHIT CC ROAD NIRMAN KARYA

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Earth Work in excavation in foundation in ordinary soil inclunding with all complete as per S.I. No. 251

Cement concrete in 1:6:12 mortar cement, sand with 40mm gauge brick ballast i/c all complete. For wall as per S.I. No. 273

Brick work in 1:4 cement & Coarse sand mortar including all complete. S.I. No. 305 (A)

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 402(i)

Providing, laying, spreading and comapcting stone aggregates of 53-22.4mm size to water bound macadam G-3 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, stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required denisity Grading 3 as per Technical Clause 405 (3) A

construction oplain cement concrete pavement thickness as per design over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2M 30 grade coarse and fine aggregates conforming to IS 383m maximum size of coarse aggregate not exceeidng 25mm, mixed in concrete mixer of not less than 0.2cum capacity and appropriate weight batches using approved mix design laid in appropriate weight batcher using approved mix design laid in approved fixed side from wiork (steel channel, laying and fixing of 125 micron thick polythene fimlm, 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 operation, admixtures as approved curing of concrete slabs for 14 days curing compound .

P.C.C. (1:2:4) C : C-sand: 20 mm Grit i/c all. SI No.279a

12 mm thick plaster in 1:4 cement f sand mortor i/c all complete SI No 597 (A)

RCC work in 1:1:5:3 cement C sand & 20mm gauge stone grit for slab i/c all complete SI No 284