RR Damages on Dhala Makhidhank Road Km 0.000 to 6.000. S.H. C.O R.Wall at R.D. 0.045 to 0.060, 5.000 to 5.015, C.O B.Wall at Km 4.600 to 4.625 and P.L Kharanja stone soling at various RDs Between Km 0.000 to 6.000.

Earth work in excavation for structure such as per drawings and technical specification clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal of materials up to a lead of 50 m, dressing of sides and bottom and back filling in trenches with excavated suitable materials within all leads and lifts and other incidentals and as per directions of Engineer-in-Charge.

Excavation in soil hilly area by mechanical means in all kinds soil including cutting and trimming of side slopes and disposing of excavated earth lift upto 1.5 mtr. and lead upto 20 as per technical specification clause as per direction of Engineer -in- charge within all leads and lifts.

Providing and laying plain concrete 1:4:8( 1 cement : 4 sand :8 graded stone aggregate 25mm nominal size) in open foundation complete as per drawings and technical specification within all leads and lifts and other incidentals and as per directions of Engineer-in-Charge

Providing 100mm diameter poly Vinyl chloride pipe Weep holes in brick masonry/stone masonry, plain/reinforced concrete abutments, wing walls return walls and retaining /breast walls etc. extending through the full width of the structure with slope of 1V:20H towards drainage face complete as per drawings and technical specifications clause 614,709 and 1204.3.6 icluding carriage of material within all leads and lifts and other incidentals and as per directions of Engineer-in-Charge.

Backfilling behind abutment, wing wall, R/walls and B/walls complete as per drawings and technical specifications clause 1204.3.8 including carriage of material within all leads and lifts and other incidentals and as per directions of Engineer-in-Charge.

Stone soling properly hand-packed filling interstices with Kharanja stone and consolidating with power road roller to the requested gradient and comber including spreading watering and rolling of binding materials moorum or earth etc. complete as per HP.PWD specification. 150 mm spread thickness (finished work including materials and labour)