Construction work of the road from Jaitapur on the left side of Km-17 of Uttaraula Pachpedwa Chandanpur road to MP Public School

Construction of Embankment with approved material obtained from borrow pits with all lifts upto 1.50 m tramsporting to site, spreading, grading to required stope and compacted to meet requirement of Table 300.1 and 300.2b with lead upto 1000bm as per Technical Specification Clause 301.50

Providing, laying, spreading and compacting stone aggregates of 53 mm to 22.4 mm 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, Type B screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete, thickness as per design, over a preapared subbase, with 43 grade cement or only other type as per clause 1501.2.2 M.30 (Grade), coarse and fine aggregate not exceeding 25 mm, mixed in a concrete mixture of not less than 0.2 cum capacity and appropriate weight bactcher 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 leveling 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, admixtyres as approved, curing of concrete slabs for 14-days,

Earthwork in excavation for structures as per drawing and technical specification clause 305.1

P.C.C. 1:4:8, with brick ballast

R.C.C. 1:2:4, with 20 mm grit over top of walls and drain bed

First Class brick work in 1:4 cement and Coarse Sand mortar in foundation and plinth including supply of all materials, labour and T & P etc. required for proper completion of the work

12mm. Thick plaster with cement mortar in proportion of 1:3 cement & Coarse Sand and T & P etc. required for proper completion of the work