Upgradation and development work from Mulayam Tiraha on 60 ft road situated between Janakipuram I and Janakipuram III ward in Zone-3 Upgradation and development work from Classic turn Pappu Store to Neera Nursing Home (H Road) and Midland Hospital

Upgradation and development work from Mulayam Tiraha on 60ft road situated between Janakipuram I and Janakipuram III ward, in zone-03.

ROAD DEVELOPMENT WORK

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar

Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil

GSB - Granular Sub-base with graded material (Table:-400-1) By Mix in Place Method -Construction of granular sub base by providing close grader on prepared surface, mixing by mix in place method with vibratory rollar to archieve th drsired density, complete as per clause- 401.

Wet Mix Macadam (plant Mix Method) Providing, laying, spreading and comacting graded stone aggegate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub-base /base course on well preared surface and compacting with vibratory roller to achieve the desired density..

Providing and applying tack coat with Bitumen (VG-10) using bitumen pressure distributor at the rate of 0.30kg per sqm (VG-10) on the prepared granular surfaces treated with primer & cleaned with hydraulic broom as per Technical Specifications MORT&H clau

Dense graded bituminous macadam Providing and laying dence graded bituminus macadam with higher capacity HMP using crushed aggregates of specified grading, premixxed with bituminus 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 to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieved the desired compaction as per MoRTH specifcation clause No. 505 complete in all respects

BC with Waste Plastic additive : Providing and laying Bituminous concrete using crushed stone aggregates of specifiled grading. premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver flnisher equlped with electronic sensor to the requlred grade, evel and alignment and rolling wlth smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-charge. 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) and waste plastic additive @ 8% (percentage by weight of bitumen) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity

Providing and laying in position cement concrete of specified grade 1:4:8 (1 Cement : 4 coarse sand derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources