RD Road to Panchguchia__SDBC0.000 to 2.000

Cleaning the existing black topped surface with removal of foreign materials with brooms or soft brushes and finally dusting with old gunny bags and/or compressed air to recive bituminous

Flank dressing to proper camber etc. complete as per direction of the Engineer-in-charge.

Laying 37.5 mm thick built up spray grouting of one layer as per item no. 28 of A/R page-152.

Applying Tack coat with bitumen Emulsion (RS-1) etc. complete to shape as per direction of the Engineer-in-charge.

Providing & laying semi dense bitiminious concrete with batch type hot mix plant & paver finisherusing Gr-II aggregates etc including cost & conveyance of materials, labour, T&P, royalty & taxes etc. complete as per direction of the Engineer-in-charge.

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 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, 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 continuous 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 14days,using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501

Constrruction of embankment with approved material obtained from borrow pits with all leads & lifts transporting to sitebt mechanical meanswithin a lead of 5km, spreading, grading to required slope & compacting to meet requirement of table 300-2 & clause 305 of MoSRT& H Specification as per item no. 35 of A/R page-157.