Construction of a CC road and drainage system from Raj Kumar Sharma house to Ajit Saroj house in Gram Sabha Ranimau

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

M-150 class brick in 1:4 cement & coarse sand including all complete. S.I. No. 305

12mm thick plaster in 1:4 cement & fine sand mortar including all complete.

R.C.C.work with cement c/sand 20mm s/grit in 1:2:4 i/c all com. S.I.No. 283 (a)

M.S.for steel or plain worck such as RCC work S.I.No.504

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 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 M 30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeidng 25mm, mixed in concrete mixer of not less than 0.2 cum capacity and 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 film, 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 [where specified] and water finishing to lines and grade as per drawing and Technical Specification Clause 1500]

E/W in cutting or filling in ordinary soil i/c 1.5 m lift and 30 m lead i/c all Completion of Work with one km cartage. SI No. 253