P.K Road to Chanarapada via- Ratilo, Hansapada_Road_CC and RCC Drain_4.600 to 5.000 4.150 to 4.330

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness as per direction of Engineer-in-Charge

Providing Plain cement concrete (1:3:6) using 40mm. Size black hard crusher broken granite stone chips of approved quality from approved quarry using ordinary Portland cement (OPC), screened and washed sharp sand for mortar including lowering, laying and compacting concrete in layers not exceeding 15cm.thick, watering and curing, including cost, conveyance, royalty and taxes of all materials, all labour sundries and T&P required for the work, including shoring, shuttering, dewatering if required including hire and running charges of all machineries etc. complete as directed by the Engineer-in-charge.

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 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 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.