tender for special repair work of the damaged portion of the road near the pond at km 0&1 of dulhaida to maithana indrasingh road. - water bound macadam grading - 3 providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel roller 80-100kn static rollerin stages to proper grade and camber, applying and brooming, stone screening to fill-up to interstices of coarse aggregate, watering and compacting to the required density grading iii as per techincal specification clause 405. including supply of all material, labour, t&p etc also including labour cess, royalty and all other applicable taxes (but excluding gst) required for proper completion of work as per direction of engineer-in-charge. 2 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 aggregates conforming to is:383, maximum size of coarse aggregates and exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriateweigh batcher usingapproved mix design ,laid in approved fixedside from work (steel channel, laying and fixing of 125 micron thick polythene film , wedges,steel platesincluding levelling the form work as per drawing),spreading the concretewith shovels ,rakes,compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, admixtures as approved, curing of complete slabs for 14 days, curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause (1501) 3 earth work in embankment in ordinary soil excavation to be in theform of regular pits not exceeding 0.50 m. in depth and earth work in embankment to be in 20 cm. layers including remmingand dressing the surface to required levels and slopes and also including 1.50 m. liftand 1 km. lead. the earth from cutting to be used in making embankment or to be deposited as spoil banks with-in 30 m. distance as directed by the engineerincharge.si 253