special repair work of sadhu nangli to nangla rathi sakoti mandaura 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 smooth wheel roller 80-100knin 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 3b including supply of all material, labour, t&p etc also including vat, labour cess, royalty and all other applicable taxes required for proper completion of work as per direction of engineer-in-charge. including all taxes labour cess but excluding g.s.t 2 providing and applying tack coat with bitumen vg-10 grade using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared granular surface treated with primer & cleaned with hydraulic broom as per technical specification clause 503. including all taxes labour cess but excluding g.s.t 3 providing and laying and rolling of open graded premix carpet by manual means of 20 mm thickness composed of 13.2 mm to 5.6 mm agregates using v.g.-10 grade bitumen bitumen to required line grade and level to serve as wearing course on previously prepared base by manual mord specifications 508 (excluding cost of labour cess & gst). including all taxes labour cess but excluding g.s.t 4 providing and laying type-c seal coat with vg-10 bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type c. 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. as per technical specification clause 510. 5 earth work in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 m. in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levels and slopes and also including 1.50 m. lift and 1 km. lead. the earth from cutting to be used in making embankment or to be deposited as spoil banks with-in 1 km. distance as directed by the engineer incharge.including all taxes labour cess but excluding g.s.t 6 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). including all taxes labour cess but excluding g.s.t