SR to NH5A to Belarnuagaon Road in the District of Kendrapara for the year 2025-2026

Cement concrete (1:3:6) in foundation & plinth with 4 cm. crusher broken granite metal of approved quality from approved quarry including hoisting lowering & laying in layers not exceeding 150 mm. thick with proper packing & ramming each layer of concrete by means of vibrator including curing, dewatering, shoring, shuttering if necessary at the time of laying concrete with cost, conveyance royality & taxes of all material required for the work including supplying & working pumps, T&P articles finishing the exposed surface smooth as per specification & direction of the Engineer-in Charge providing groove & beads where necessary complete in all respects.

Construction of un-reinforced 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 M-30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 20 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 including levelling the form work 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, expansion and construction joints, applying sealant, admixtures as approved, curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification as per direction of the Engineer-in-Charge.

Providing dummy froove joints including filling of the approved filter materials for concrete roads including cost of filter materials labour,and other t&p etc complete for finished item of work as per direction of the Engineer in charge.

Construction of embankment with approved materails obtained from borrow pits with all lifts and leads ,transporting to site by mechanical means within a lead of 5 kms spreading ,grading to required slope and compacting to meet requirment of table 300-2 & clause 305 of

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