Under District Lucknow, Construction of CC road and drain from Ram Pratap house to Laxmi Narayan house in village Padariya, Lot No 5

Work

Eath work in exavation in trenches for foundation pipes cable etec . In ordinary soil (loam clay or sand) including lift upto 50 meter and dressing of side and ramming of bottom ad disposal of surplus excavation each as directed by engineer as per DAR 2.8.1

Providing and laying in cement concrete 1:5:10 (1 cement 5snd and 10 graded brik ballast )including suply of all matrial labour Tand P ETC . Required for proper completion of work as per DSR 4.1.10

Class-150 brick work in 1:4 cement and Corasand of fineness modulus mortar in foundation and plinth including supply of all material, labour T&P etc required proper completion of work.as per S.I. No. DAR 6.1.1

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, 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

PROviding and laying in position cement concrete of specified grade ecluding cost of centring and shuttering finishing all work upto plinth level 1:1.5:3 (1 cement 1.5 sand ,3 stone gritt) derived from natural sources as per DSR 4.1.2

12 mm thick plaster 1:4 cement and coarse sand of 1.25 FM modulus fair side and half wall brick including internal rounded angles not exceeding 80 mm in grinth and finished even and smooth DSR 13.4.4

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 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, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501