Construction of Inter locking Concrete Block Pavement of Kinaram Road

Amount

Scarifying of existing Bituminous surface to a depth of 150mm and disposal of Scarified materials within a lift up to 3 m and lead up to 1000m as per Technical specification clause 301.4

Construction of sub grade and earthen shoulder with approved materials obtained from borrow pits, with all lifts and leads Transporting to site, spreading, grading to required slope and Compacted to meet requirement of table 300.2 with lead up to 1000m as per Technical specification clause 301.1 ( I ) From private land

Extra haulage Beyond initial lead of 1.00K.M in surface Road

WBM Grade-II Providing, 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 booming requisite type of screening/binding material to fill up the interstices of coarse aggregate, watering and compacting to the Reqd. density Grading II as per technical specification Cause 405 Using stone screening Type-B 11.20 mm

WBM Gr-III Providing, laying, spreading and compacting stone aggregates f 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 booming requisite type of screening /binding material to fill up the interstices of coarse aggregate, watering and compacting to the Reqd. density Grading I as per technical specification Cause 405 Using stone screening Type-B 11.2mm ( A) By Manual Means

Providing and laying, interlocking concrete Block, pavement (M40) having thickness 80mm as per Technical specification clause 1504 Complete including carriage a) Including Edge block/ Edge restraints

PREMJIT BORO

TEKLO BORO BASUMATARY