Vikas Khand Chandauli ke Gram Sabha Savaiya (Seruka) me Ghurfekkan Sao ke ghar se Parshuram Singh ke ghar tak CC road nirman karya.

Excavation for foundation in ordinary soil.including normal lead and lift with all complete of work.including disposal of malwa up to three chain head minimum.As per S.I.N0.251.

Earth work in cutting or in embankment in ordinary soil i/c lead up to 30m distance & lift up to 1.5 m. required for proper completion of the work but 3 km cartage extra. As per SI.No. 253

Concrete with 40mm gauge brick ballast,sand of 1.25 F.M. & cement in proportion of 12:6:1 in foundation and under floors inc. supply of all materials,labour & T&P etc.req. for proper completion of work. As per S.I.No.273.

Brick masonry work in 1:4 cement mortar in foundation complete excluding pointing and plastering, as per drawing and Technical Specification Clauses 600, 1202 & 1203

12 mm thick plaster in 1:4 proportion with cement mortar consisting of one part cement and 3 part app. Fine sand of 1.25 minimum thickness not be less than 10 mm inc. supply of all materials,labour and T&P etc. req. for proper completion of the work . SI-584

Construction of granular sub-base by providing well graded material, spreading 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 401.

Providing, laying, spreading and compacting stone aggregates of 53mm to 22.4mm sizes (Crusher broken) to water bound macadam (WBM III) 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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.(WBM III)

Construction of unreinforced, dowel jointed at expansion and construction joints only, plain cement concrete pavement, thickness as per design, over a prepaired 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 IS383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mixed design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film,wedges, steel plate, including levelling the formwork as per drawing), spreading the concrete with shovels, rakes,compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, 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 1501 .

Supply and fixing of granite sign board.