Ward No. 22 Gohanna mein Ramapati ke makaan se Ram Subhawan ke makaan tak aur Rajendra Prasad ke makaan se Shiv Murat ke makaan tak aur Ninhu ke makaan se Rajesh tak aur Vijay se Rakesh ke makaan tak CC road/naali ka kaam.

Nirman karya

Earth work excavation in foundation in ordinary soil including lift UP to 1.5m and lead 30mm with filling watering and raining of excavation of earth as per S.I. No-251

Concrete with 40mm gauge stone ballest, cement and sand in foundation in the proportion of 8:4:1 including supply of all material, labour,tools &plant as per S.I No-281

R.C.C work in 1:2:4 cement, c/sand & 20mm gauge sone grit IN SLAB etc as per S.I. No-284A

Mild steel or iron in plain work such as reinforced concrete or reinforced brick work etc SI No-504

M-150 Class brick work in 1:4 cement and Corase sand of 1.25 fm mortar in foundation and filling including supply of material labor and T&P etc. required for proper competition of the work. CHAPTER NO. 6 SCH P.W.D. 305B

12 mm thick plaster in 1:3 cement & fine sand mortar etc(SI NO 582)

Construction of granular sub-base by providing well graded materials, spreading in uniform layer 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

Providing /laying (WBM grading 3rd) spreading and compacting stone aggreagated of 53-22.4mm size to water bound macadam specification including spreading in inform thickness hand packing rolling with smooth wheel rooler 80-100kn In stage to proper grade and camber applying the brooming stone screening to fill up the interstices of cease aggregate watering and compacting to the required density.(as per specification on attached analysis of rate by PWD) S.no. 4.7 clause 405 Chapter no.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 1501.2.2M30 (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, dowel bars, 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 tenchincal specification.

Cleaning at site all complete work etc.

S/F of display board.

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