Vikas Khand Naugarh ke Gram Sabha Baghi me Ramvilas Dhobi ke ghar se Ramchandra Chauhan ke ghar tak C.C. Road nirman kary.

Excavation in foundation in Ordinary Soil including lift upto 1.5m and lead upto 30m requiring the use of special T&P such as Pick axe,Subbles etc. As per S.I. No. 251.

Cement concrete with 4cm gauge brick ballast, fine sand and cement in the proportion of 12:6:1 in foundation and under floors including supply of all material labour and T&P etc required for the proper completion of the work.As per S.I. No. 273

Cement concrete with 4cm gauge stone ballast, fine sand and cement in the proportion of 6:3:1 in foundation and under floors including supply of all material labour and T&P etc required for the proper completion of the work.As per S.I. No. 280

RRC hume pipe 900 mm dia NP-3 i/c collers/spigot joint with stiff mixture of cement in proportion of 1:2 (1 cement:2 fine sand) i/c testing of joints.

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

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 2 km cartage extra. As per SI.No. 253

12 mm. Cement plaster in 1:4 with cement and f/sand mortar as per SI No. 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 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 aggregtate watering and compacting to the required density grading 3 as per Technical Specification clause 405.

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 .