VIKAS KHAND MANGRAURA BOGHI ME GHORKATA DHAM AKLAWA PAL BASTI TAK INTERLOCKING KARYA

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E/W in Cutting or filling in embankment in ordinary soil i/c all ramming dressing,etc required for proper complition of work.with One km cartage Extra.SI No. 253

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 mxing 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 402.1

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

Provoiding and laying of Rubber moulded (Grey Colour) interlocking concrete block pavements having thickness 80 mm including leveling and dressing of surface to required level and slope, spreading and moisting 30mm thick local sand on bed, filling joints with local sand etc as per technical specification clause 1504

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

S/F of 350mm NP-3 Huime Pipe i/c all complete.