Restoration of rain damages

Providing, laying, spreading and compacting stone aggregates of specific size to water bound macadam specifications including in uniform thickness, hand packing, rolling with smooth wheel roller 80-100kN in stages to proper grade and camber, applying and brooming, stone screening and binding materials to fillup the interstices of coarse aggregate, watering and compacting to the required density grading-III as per technical specifications clause 405 by manual means including entire carriage of materials within all leads and lifts and other incidentals as per direction of Engineer- in- Charge .

Repair to pot holes by removing loose material, trimming of sides, and cleaning of surface then providing tack coat at the rate of 0.30kg (zero point three zero killogramme) per square temperature, of road surface with bitumen VG-10 (ten) flllowed by 20mm (twenty millimetre) thick premix carpet using 1.46 kg (one point four six killogramme) with bitumen VG-10 (ten) and size 0.27 (zero point two seven) cubic metre of crushed stone aggregate of proper grading for square metre of road surface mixed and heated to proper temperature in mix all 6-10 (six- ten) tonne capacity rolled to desired density with 8-10 (eight-ten) tonne weight static road roller fllowed by seal coat IRC type-B using 0.68kg (zero point six eight killogramme) of bitumen VG-10 (ten) and 0.086 (zero point zero eight six) cubic metre of sand per square metre of road surface dully mixed and heated in mix all to the required temperature and properly rolled after laying with 8-10 (eight-ten )tonne wight static road roller to the desired density as per tenichical specification Clause 1904.2 and the Engineer-in-charge.