WARD NO. 13 MOH. MEERANPURA ME SYED RAISUL HASAN KE MAKAN SE RAM SUNDER SINGH KE MAKAN TAK C.C. ROAD AVON NALI MARAMMAT KARYA.

P/l c.c. in 1:4:8 cement, coarse/sand & 40 mm guage stone ballast as per Sch. No.-273

M-150 Class brick work in 1:4 cement and coarse sand of 1.25 fm mortar in foundation and filling including supply of material labour and T&P etc. required for proper competition of the work. CHAPTER NO. 6 SCH. P.W.D. 307

Plaster work in 1:3 cement & C/sand mortar as per S.I.No.-583

Construction of un-reinforced, dowel jointed, at expansion and constructio 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 1501.2.2M30 (Grade) coarse and fine aggregates conforming to IS 383, maximum 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 leveling the formwork as per drawing spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in confinuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, scalant, dowelbars, near approaches to bridge/culvert and construction joints, admixtures as approved curing of concrete slabs for 14 days including trimixing by floating method & adding hardener in required quantity and depth upto 5 cm complete as per direction of Engineer in charge to meet technical specification.

R.C.C. work in 1:1.5:3 cement, c/sand & 20 mm guage stone grit etc as per Sch. No.-284(b)

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

Supply and fixing inauguration board