Nagar Panchayat Jahangeerganj Ward no.1 me ram kumar ke makan se vinay prakash lalbahadur and pradeep ke makan tak marg par CC Road and nali nirman karya.

E/w excavation in foundaton in ordinary soil as per S.I. No-251 Supporting wall for CC part 1 Supporting wall for CC part 2

P/L.C.C.in 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone ballast 40 mm nominal size ) including supply of all materials , Labour and T & P as per S.I.No 280 Supporting wall for CC part 1 Supporting wall for CC part 2

M-150 B/work in 1:4 cement & c/sand mortar as per S.I.No- 305(b) Supporting wall for CC part 1 Supporting wall for CC part 2 Supporting wall for CC part 3 Supporting wall for CC part 4

Construction of RCC U drain part 1 part2

E/w Filling with 5 Km cartage including ramming & dressing of as per direction of E/I (for patri) part1 part2

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 part 1 part2

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.part1 part2

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. part1 part2

12 mm thick plaster with cement mortar in proportion of 1:2 cement and fine sand of 1.25 F.M. As per SOR Item No. 580

S/f of Inaguration Stone

Shifting of Material

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