Nagar Panchayat Jahangeerganj Ward no.01 me baskhari jahangirganj marg se durga mata mandir marg par nibiya mata mandir se nagar panchayat seema tak c.c. marg and nali nirman ka karya.

E/w excavation in foundaton in ordinary soil as per S.I. No-251 Drain Support wall For widening

P/L.C.C.in 1:3:6 in foundation with cement coarse, sand & 40 mm gauge stone ballast as per S.I.No 280 Drain Support wall

M-150 B/work in 1:4 cement & c/sand mortar as per S.I.No- 305(b) Support wall

R.C.C work with cement approved course sand and 2 cm {3/4") gauge approved stone ballast in the proportion of 1:2:4 in in footing as per S.I No. 283 Drain Cover

S/f reinforcement in R.C.C. work including all cost complete as per S.I.No-504

Supply & laying of Brick-bats of O.B.B./class-150 Balllast as per S.O.R. Ch. 1 Item No. 2(c). For rasing in damaged portion

Construction of 350 MM hume pipe culvert

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. For Widening

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable 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 pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.22 M30 (Grade), coarse and fine aggregates conforming to IS: 383, miximum 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 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 continious 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.