C/O WORK OF CC ROAD AND DRAIN FROM H/O AANAND TO H/O SUBHAS VISHNOI IN WARD NO 03 MOH-KILA

Dismantling existing dammage cement concrete interlocking stacking of dismantled meterilas as directed by the engineer in charge

dismantling reinforced cement concrete or reinfocred brick work including stacking of materials as directed by the engineer in charge

disposal of dismatled material including of all materials labour T&P etc.

Dismantling brick work orstone work or cement mortar and including stacking of dismantled materials as directed by the engineer-in-charge with in a distence of 60 m(200 Ft)

construction of subgrade and earthen shoulders construction of subgrade and earthen shoulders with approved material obtained from borro pits with all lifts and leads, trasporting to site, spreading, grading to requried slope and compacted to meet requirement of table 300.2 with lead upto 1000 m as per technical specific ation clause 303.1

Concrete with 4cm guage apporved stone ballast coarse sand and cement in proportion of 1:4:8 including supply of all materials labour and T&P etc . Required for proper completion of work.

Cement concrete with 2cm guage apporved stone grit coarse sand and cement in proportion of 1:2:4 including supply of all materials labour and T&P etc required for proper completion of work.

M-150 brick work in 1:3 (one cement and Three coarse sand mortar) in foumdation and plinth including supply of all material, labour and T&P etc required for proper completion of work.

12mm thich plaster with one part of cement and three part of apporved coarse sand including supply of all materials, labour and completion of work.

WBM Grading 3 (22.4-53 mm Stone ballast) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.