Widening of S.K.R.N. road km 83/0 to 94/00 (SH- Providing and laying WBM Grade-I, Grade-II and Grade-III at km 83/700 to 84/700)

Amount

Earthwork in excavation for foundation of structure up to 3.00 mtr depth as per drawing and technical specification clause 1104 including setting out , construction of souring and dressing , removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved materials. Chapter 9.1 and as per direction of Engineer-in-charge including carriage of materials within all leads and lifts and other incidentials.

Providing and laying spreading and compacting stone aggregates of specific sizes 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 crushable screening/binding materials to fill up the interstices of course aggregate, watering and compacting to the required density Grading- I as per Technical specification Clause 405 (90 to 45 mmBy Manual mean, and as per direction of Engineer-in-charge including carriage of materials within all leads and lifts and other incidentials.

Providing and laying spreading and compacting stone aggregates of specific sizes 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 crushable screening/binding materials to fill up the interstices of course aggregate, watering and compacting to the required density Grading- II as per Technical specification Clause 405 (63 to 45 mmBy Manual mean.and as per direction of Engineer-in-charge including carriage of materials within all leads and lifts and other incidentials.

Providing and laying spreading and compacting stone aggregates of specific sizes 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 course aggregate, watering and compacting to the required density Grading- III as per Technical specification Clause 405. (53 to 22.4 mm size.) and as per direction of Engineer-in-charge including carriage of materials within all leads and lifts and other incidentials.

Hardeep Singh Bedi

SALOCHANA DEVI

ASHISH THAKUR

SIMRAT CONSTRUCTION