construction of link road from dawahan school to dawada near matyal via badwan, naga ra padhar to harizan basti dhawali km 0 / 0 to 5 / 0 f / c 5 / 7 mtr wide in km 0 / 0 to 0 / 600 and c / o r / wall in km 0 / 0 to 0 / 060 , excavation in soil in hilly area by all means in all kinds of soil such as pick work, jumper work, blasting work both in soft and hard rock with chiselling / wedging out rock ( where blasting is prohibited ) and other intermediate classification of soil including cutting and trimming of side slopes and disposal of unserviceable material by all modes of transport and stacking the serviceable / useful material and disposal of unserviceable materials upto all leads and lifts, disposed earth to be levelled and neatly dressed as per technical specification or directed by the engineer-in-charge. the recovery of625.79 cubic metre @ rs. 300 / - per cubic metre amounting to rs. 187737 / - only, shall be done on prorata basis for the quantity of cutting in earth work effected. the work shall be executed in workmanlike manner and avoids any damages to the private / govt. property in the vicinity of work site, if damage access to any property during the course of execution shall be the absolute responsibility of the contractor which shall have to be duly compensated by him in all cases including carriage of materials with in all leads, lifts and other incidentalsas per direction of engineer-in-charge. , earth work in excavation for structureas per drawing and technical specifications clause 305.1 for retaining wall, breast wall, toe wall, abutments etc. in all kind of soil such as pick work, jumper work, pick jumper, pick jumper blasting work, blasting work in soft and hard rock, conglomeraterock or saturated soil and its intermediate classification of soil including chiseling / wedging out of rock ( where blasting is prohibited ) including pumping or bailing out of watering / dewatering by all means upto any depth including setting out, construction of shoring, bracing, removal of slushand other deleterious material upto any lead and lift by all means of transportation dressing of sides and bottom and back filling in tranches with excavated suitable material including carriage of materials with in all leads, lifts and other incidentals or as per the direction of engineer-in-charge. , providing and laying 1:5:10 ( one cement : five sand : ten graded crushed stone aggregate 40mm ( forty millimetre nominal size ) concrete for plain concrete in open foundations complete including form work as per drawing and technical specification clauses 802, 803, 1202 and 1203 including carriage of materials with in all leads, lifts and other incidentals. , providing weep holes in brick masonry / stone masonry / plain reinforced concrete abutments wing wall, return wall with 100mm pvc pipe extending through the full width of the structure with slope of i ( v ) : 20 ( h ) towards drawing face complete as per drawing and technical specifications clause 614, 709, 1203.3.7 as per direction of engineer-in-charge including carriage of materials with in all leads, lifts and other incidentals. , back filling behind abutment, wing wall and return wall complete as per drawings and technical specification clause 1204.3.8. granular materialincluding carriage of materials with in all leads, lifts and other incidentals or as per the direction of engineer-in-charge.