Road construction work from Lakhi Gate to in front of SP office under Jagdish Chandra Bose ward

Site visit and photograps

Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m. stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 Sch No. 2.14

Edging with Straight over burnt bricks, laid dry lengthwise, including excavation, refilling, consolidation, with a hand packing and spreading nearly surplus earth within a lead of 50 metres

Providing, layíng, spreading and compacting stone aggregates of specific sizes 53 mm to 22.4mm to water bound macadam (G-3) 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 dust to fill- up the interstices of coarse aggregate, watering and compacting thickness to the required density Grading -3 as per Technical Specification Clause 405(AR)

Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including clearing of road surface Jand spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502.(AR)

Providing and applying tack coat with bitumen VG-10 using bitumen distributor at the rate of 0.35 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per Technical Specification Clause 503.(AR)

Dense Graded Bituminous Macadam Grading 2 6 Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. (AR)

Providing and laying bituminous concrete with 120 TPH batch type hot mix plant producing an avarage output of 75 tonne per hour using crushed aggregates of specified grading premixed with bituminous binder @ 5.4 to 5.6 percent of mix and filler, transporting the hot mix to work site laying with hydostatic paver finisher with sensor control to the required grade level and alignment, rolling with smooth wheeled, vibratory and tendom roller to achieve the desired compaction as per MoRT&H Specification Clause 507 complete in all respects

S/F sign board

Less 5% As Departmental Charge