tender for special repair of chitakpur link road - providing, laying, spreading and compacting stone aggregates of 22.4-53mm sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kn in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405. 2 construction ofun-reinforced, dowel jointed at expansion 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 m30 (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 formwork 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/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, 3 improvement of patarie with earth work in both side of road in black cotton soil including lead 10m. and lift 1.5m, earth work in 20cm layer including leveling, dressing, ramming and making proper slope all labour t&p etc. royality and all taxes etc. complete for proper completion of work 4 excavation in foundation in ordinary soil (loam clay ,sand ) including filling lift up to 1.5 m and lead up to 30 m & including filling ,watering and ramming of excavated earth into the trenches or into the space between the building and the side of foundation trenches or plinth and removal and disposal of surplus earth as directed by the engineer - in - charge up to a distance of 30 m from the foundation trenches including all t&p phowarah and basked etc. complete. 5 sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8km from the site of work and including watering dressing etc. rate to include cost of all materials, labour and t&p etc. required for proper completion of the work. 6 cement concrete with 4 cm, guage approved stone ballast, approve coarse sand and cement in the proportion of 6:3:1 including supply of all materials, labour and t&p etc. required for proper completion of the work. 7 rcr stone work (1:4) foundation 8 rcr stone work (1:4) superstructure 9 stuck pointing with cement mortar consitsting of 1 part cement and 2 parts of sand of 1.25 f.m. including supply of all materials; labour and t & p etc. required for proper completion and the work.