vikas khand badagav antargat gram sabha sonpurva me anai pich road, jawahir ki dukan se shyam narayan, paras-munshi ke ghar hote hue harilal ke ghar tak CC road ka nirman karya.

Excavation in foundation in ordinary soil i/c lift up to 1.5 m and lead up to 30m. i/c filling, watering and ramming of excavated earth into the space between the wall and the sides of foundation trenches and removal and disposal of surplus earth as directed by the E/I up to a distance of 30m, from the foundation trenches i/c all T & P etc.As per S.I. No-251

Concrete with 4cm. Gauge brick ballast, sand of 1.25 F.M. and cement in proportion of 1:6:12 in foundation and under floors including supply of all materials labour and tools and plants etc. required for proper completion for the work S.I. No-273

M-150 brick work in 1:4 Cement and sand of 1.25 fineness modulus mortar in foundation and plinth including supply of all material, labour and T&P etc. required for proper completion of work. S.I. No-305

12 mm thick cement plastering 1:4 cement mortar I/C all material labour T&P proper completion to the work .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.

Construction of un-reinforced, dowel jointed at expansion and construction joint only, 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 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates i/c leveling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation i/c 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, using curing compound (where specified) and water finishing to lines and grade as per drawing.

S/F of informatory Sighn board (1.20x0.90 m) made of 18 gauge M.S.Sheet i/c all fixing in position.