RRD on Sehli School to Chahri road km 0/0 to 15/330

Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto any metres. within all leads , lifts and carriage of materials and other incidentals .

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road workwithin all leads , lifts and carriage of materials and other incidentals .

Providing and Laying concrete 1:3:6 (one cement : Three sand :six graded crushed stone aggregate 40mm (fortymillmetre) nominal size and curing complete excluding cost of centering and shuttering in foundatio and plinth within all leads , lifts and carriage of materials and other incidentals .

Providing and laying of boulder apron laid in wire crates with 4mm ( four millimeter dia ) G.I wire conforming to IS: 280 and IS: 4826 in 100mm x 100 ( one hundred in to one hundred millimeters ) in much (woven diagonally ) including 10% extra for laps and joints laid with stone boulders weighing not less than 25 kg ( twenty five kilo gram ) each as per drawing technical specification clause 1301. as per direction and entire satisfaction of Engineer –in- Charge with in all leads .lifts and carriage of materials and other incidentals .

Providing weep hole in brick masonry / stone masonry /plain reinforced concrete abutment wing wall return wall with 100 mm ( one hundred millimetre ) dia PVC pipe extended through the full width of the structures with slope of 1 (v) :20 (H) towards drawing face complete as per drawing and technical specification clause 614,709& 1204.3.7 within all leads , lifts and carriage of materials and other incidentals .

Back filling with stone behind abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8 stone/ granular material within all leads , lifts and carriage of materials and other incidentals .

Providing , Laying , spreading and compacting stone aggregates of specific sizes 90 to 45 mm ( ninety to forty five millimetre ) to water bound macadam specification including spreading in uniform thickness, hand packing , rolling with three wheel 80-100 kN static roller 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 1 as per Technical specification Clause 405 (By Mech . means ) including all leads , lifts of material and other incidentals.