Construction of link road to village Moura K.M. 0/0 to 1/040

Scarifying existing granular surface to a depth of 50 mm (Fifty millimeter) and disposal of scarified material with a lift upto 3m (Three meter) and lead up to 1000m (One thousand meter) as per Technical Specification Section 405 and as per direction of Engineer-in-charger including entire carriage of materials within all leads lifts and other incidentals and per direction of Engineer-in-Charge. The rate is including royality, Malkana,Toll tax, GST or other taxes imposed by the Government.

Providing, laying, spreading and compacting stone aggregate od specific sizes to water bound macadam specification including spreading in unifrom thickness, hand packing three wheel 80 to 100kN (eighty to one hundred kilonewton) static roller in stages to proper grade and camber, applying and broomong, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Section 405 and as per direction of Engineer-in-charger including entire carriage of materials within all leads lifts and other incidentals and per direction of Engineer-in-Charge. The rate is including royality, Malkana,Toll tax, GST or other taxes imposed by the Government.

Construction of un-reinforced dowel, jointed at expension 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 M-30 grade coarse and fine aggregate 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, 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 and expansion construction joints, applying debonding strips, primer,sealant dowel bars, near approaches to Bridge/culverts and construction joints, admixtures as approved, curing of concrete slabs for 14 days, using curing compound (where specified) and water finishing to lines and grade as per the drawing and technical specification Clause 1501 all leads, lifts and other incidental complete in all respect and as per the direction of Engineer-In-Charge. The rate is including royality, Malkana,Toll tax, GST or other taxes imposed by the Government.