Ward No. 07 Vijaygaon Hajinagar ke paas Rajesh Maurya ke makaan se Atiq ke makaan tak, Irfan se Rajmani Verma ke makaan se Ramdayal Verma ke makaan tak, aur Nazia Hasan ke makaan se Naveen ke makaan tak CC road ka kaam.

Nirman karya

E/W excavation in foundation in ordinary soil (loam clay ,or sand including filling lift up to 1.5 m (5fts) and lead up to 30 m (100fts)& including filling ,watering and ramming of excavation earth into the trenches or into the sapce b/w the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by E/I etc (S.I. No.251)

P/L cement concrete 1:6:12 (1 cement ,6f/sand ,12 brick ballast 40 mm nominal size) including supply of all materials labour and T& P etc (S.I.No. 273)

M-150 First claas B/W in 1:4 (1 cement ,4 c/sand ) mortar.(S.I.No. 305 b )

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

E/W filling with 5 km cartage including rameing & dressing of site as per direction of E/I.

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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